Diploma in Strategic Management And Leadership

The University of New South Wales 

School of Civil & Environmental Engineering 

CVEN 3304 Concrete Structures

Assignment 1 – Session 2, 2017 

This is a group assignment. Only ONE submission is required per group 

Due Date:                               To be submitted by Friday 27th  October, 2017 (WK 13)

Due Time:                              By 11:00am

Weighting:                             50/3%

Submission Location:            Submission   box  Labelled   “ALI  AMIN”  on  Level  2  Civil

Engineering Building H20

Cover Sheet:                          Must be included and signed. (http://www.engineering.unsw.edu.au/civil- engineering/resources/student-forms)

Late Submission:                   Late Assignments will incur a penalty of 10% of the maximum

mark per calendar day regardless of the mark awarded. An extension will only be granted by the Lecturer under exceptional circumstances. In all cases, documented evidence must be provided.Diploma in Strategic Management And Leadership

You may undertake the assignment individually or in groups of two. On the front cover of your submission provide your names and student numbers.

For this assignment students will be assessed as a team, which means each group member  will normally receive the same mark. If one group member feels that the other member is not contributing, the lecturer should be informed and a group meeting held to produce a solution. NO complaints about group operation will be considered after the assignment has been handed in.

Task 

Design the beams and size up the columns to support the floor slab as shown on Figure 1 to AS3600-2009. The building is to be used as a commercial office and is located at Maroubra  in Sydney’s eastern suburbs. The buildings fire rating and other durability considerations must comply with local ordinances.

The design should consider flexure, shear and deflections. The supporting columns may be treated as slender and act as simple supports. Fully detail your design and provide the contractor an indication of the tonnage of steel in your design. At the front of your  assignment provide drawings of your design (in sufficient detail and clarity that the beams

and columns can be constructed). Take  f’= 32 MPa, fsy  = 500 MPa, the slab thickness =  250 mm. You are to make all beams equal in total depth. Beam B2 is a continuous over Column C2.

The design live loading is to be taken as appropriate for the buildings designated use.

All drawing and calculations must be able to be read and marked without pulling your assignment apart. References to Australian Standards etc are to be placed in a separate  column on the right hand side of your report.

7000                                             5000

Figure 1: Floor Plan

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